Photography by dana for EXTRUDED ALUMINUM WALKWAY COVERS 10 71 13/DIT for EXTRUDED ALUMINUM SUNSHADES 08 63 00/DIT Buyline 1903 1 08 63 00/DIT for Acrylic Walkway Covers for Extruded Walkway Covers 10 71 13/DIT Buyline 1937 Photography by dana 1 2007 extruded 08 63 00/DIT for Acrylic Walkway Covers 10 71 13/DIT for Extruded Sunshades 2007 2007 acrylic walkway covers extruded sunshades Photography by dana
Front cover photo: Florida Community College Jacksonville, Florida Smith-McCrary Architects, Inc. Architect AJAX Building Corporation Contractor Trigg County Middle School, Cadiz Kentucky W.M.B. Inc. Architect Alliance Corporation Contractor GTE Federal Credit Union Headquarters Tampa, Florida Reynolds, Smith and Hills, Inc. Architect Whiting Turner Contracting Company Contractor Community School at Lake Nona, Orlando Florida Schenkel Shultz Architect Centex Rooney Construction Co. Contractor 2 Orlando Regional Medical Center Rogers, Lovelock & Fritz, Inc. Architect Trafalgar House Construction Contractor Marriott Orlando World Center, Orlando, Florida Hansen Lind Meyer, Inc. Architect Centex Rooney Construction Co., Inc. Contractor
Wayne County Municipal Courts Building Wooster, Ohio Hanahan/Strollo & Associates, Inc. Architect Bogner Construction Company Contractor American Culinary Federation St. Augustine, Florida Dixon & Associates Architect DiMare Construction Company Contractor Imperial Estates Elementary Titusville Florida Harvard Jolly Clees Toppe Architect Ivey s Construction, Inc. Contractor Titusville High School Titusville Florida The Haskell Company Architect G. H. Johnson Construction Co. Contractor 3
Fleet Management Clearwater Florida Pinellas County Architect Grosz & Stamper Construction Contractor Celebration Service Center Celebration Florida Wakefield/Beasley & Associates Architect Kelsey Construction, Inc. Contractor The Celebration School Celebration Florida 4 Schenkel Shultz Architect Centex Rooney Const. Co. Contractor Trinity Preparatory School Winter Park Florida Hunton Brady Pryor Maso Architects Architect Welbro Contractors, Inc. Contractor
DITT-DECK Extruded Walkway Covers enhance school, hospital and other institutional architecture while being totally maintenance free. The internal drainage system contributes to the uncluttered beauty of our carefully designed and engineered system. Our in-house chromate conversion coating facility, electrostatic paint-line and ovens offer you considerable finish options on your project. Gran Park 200 HuntonBrady Architects Architect Brassfield & Gorrie, L.L.C. Contractor Veranda Park at Metro West Dittmer Architectural Design Skanska USA Building, Inc. Contractor Orlando Flite Park Dittmer Architectural Design/Contractor 1006 Shepard Road, Winter Springs, FL 32708 407.699.1755 FAX: 407.695.4430 800.822.1755 5
EXTRUDED ALUMINUM DECKS Sx = 1.399 in 3 Ix = 0.993 in 4 6 S p e c i f i c a t i o n s General: Walkway Cover or Canopy shall be entirely of anodized aluminum extrusions. Understructure shall consist of heli-arc one-piece rigid bents and the deck of interlocking anodized aluminum extrusions, as manufactured by Dittmer Architectural, 1006 Shepard Road, Winter Springs, Florida 32708. The structure shall be capable of sustaining severe icing, hail, hurricane winds and being walked upon. Materials: All sections shall be 6063 alloy heat-treated to a T-6 temper. Deck screws shall be type 18-8 stainless steel, sealed with neoprene O ring beneath stainless steel; trim rivets may be aluminum. A dip-coat of clear acrylic enamel shall insulate column ends from electrolytic reaction with grout. Grout shall be 3:1 Portland cement to masonry sand, 2000# compressive strength. Internal Drainage: Water flow is directed from deck to beams and columns, as indicated by the drawings, for discharge out weepholes at ground level. Bent Construction: Anodized beams and columns shall be heli-arc into rigid, one-piece units in the manufacturer s plant. Column ends shall be pierced to key grout to bent for maximum uplift protection. Roof Deck: Extruded, self-flashing deck sections interlock into a composite unit, spanning double-bays for superior loading. Deck shall be staked into a camber sufficient to off-set deadload deflection and to cause positive drainage on spans over 15-0. Staking shall consist of an abrupt local deformation of deck-lock metal, each stake having a shear value in excess of 350# and shall occur as detailed. Finish: STANDARD FINISH shall be satin anodized, per Association Specification AA-M-10C-22A-21, HARDCOAT bronze, amber or black color anodizing shall be per AA-M-10C-22A-42 on KB-45 controlled billet, color to selected. PAINTED FINISH shall consist of baked acrylic enamel, for maximum chalk and fade resistance, over chromate conversion pretreatment on deck and fascia. Bents, after solvent cleaning, shall receive one coat of vinyl wash-etch primer (Mil. #125-880) and a 1 mil. minimum coating of exterior grade, two-part, polyurethane for maximum abrasion resistance and maintainability. Dimensions: General contractor shall field-confirm bent location, dimensions and elevations as shown on shop drawings prior to fabrication by Dittmer. Erection: Sleeves (styrofoam block-outs) shall be furnished by Dittmer and set by General Contractor. Dittmer, or authorized installer, shall be scheduled to erect after all adjacent roofing and masonry have been completed. Concrete footings, anchor bolts and/or flashing, where required, shall be by others. Bents shall be carefully aligned prior to grouting; downspout column interiors shall be grouted to lower edge of weephole ; deflectors shall be installed after grouting. All deck ends at beam joints shall be capped as detailed. Butt and miter joints shall be executed in a workman like manner. Approval: Written approval of the architect must be obtained 10 days prior to bid opening. Interested manufacturers must furnish full details of proposed product, engineering calculations on all sections involved, physical samples of all shaped, and a list of installations similar in size and design. S.S. Eight SPAN 6ʼ 7ʼ 8ʼ 9ʼ 10ʼ Limit 320 235 180 142 115 Limit 102 65 43 30 22 Sx = 1.53 in 3 Ix = 2.48 in 4 Stretch 60 SPAN 8ʼ 9ʼ 10ʼ 11ʼ 12ʼ 13ʼ 14ʼ Limit 203 161 130 108 90 77 66 Limit 122 85 63 46 36 28 22 Sx = 1.45 in 3 Ix = 2.35 in 4 Standard 60 SPAN 8ʼ 9ʼ 10ʼ 11ʼ 12ʼ 13ʼ 14ʼ Limit 226 179 145 120 100 86 74 Limit 136 95 70 52 40 32 25 Sx = 2.06 in 3 Ix = 3.60 in 4 Spread 80 SPAN 12ʼ 13ʼ 14ʼ 15ʼ 16ʼ 17ʼ 18ʼ Limit 143 122 105 91 80 71 63 Limit 62 48 39 32 26 22 18 Sx = 2.36 in 3 Ix = 5.31 in 4 Sturdy 65 SPAN 12ʼ 13ʼ 14ʼ 15ʼ 16ʼ 17ʼ 18ʼ Limit 164 140 121 105 92 82 73 Limit 91 71 57 46 38 32 27 Sx = 4.10 in 3 Ix = 12.31 in 4 Six x Six SPAN 16ʼ 17ʼ 18ʼ 19ʼ 20ʼ 21ʼ 22ʼ Limit 160 142 126 113 102 93 85 Limit 89 74 62 53 45 39 34 Sx = 2.25 in 3 Ix = 3.94 in 4 Soffit SPAN 10ʼ 11ʼ 12ʼ 13ʼ 14ʼ 15ʼ 16ʼ Limit 225 186 156 133 115 100 88 Limit 116 87 67 53 42 35 28 Tables show allowable loads (lbs. per sq. ft.) All extrusions are 6063-T6. Safety factor of 2.1 Yield: 31,000 psi. Figures based on breaking deck at alternate bends.
HELI-ARC WELDED BENTS COLUMNS Sx = 1.83 I x = 3.71 Sx = 2.56 I x = 4.55.150 Sx = 4.48 I x = 13.84 Sx = 8.21 I x = 24.63 Sx = 7.66 I x = 31.75.190 Sx = 13.04 I x = 52.14 Sx = 12.57 I x = 56.60 Sx = 22.14 I x = 110.73.300 4x3 4x4 6x4 6x6 8x4 6x8 5x9 10x6 BEAMS Sx = 1.8 I x = 3.7 Sx = 3.15 I x = 6.37.150 Sx = 4.88 I x = 15.09.190 Sx = 8.03 I x = 33.6.190 Sx = 7.82 I x = 23.48 Sx = 13.04 I x = 52.14 Sx = 9.94 I x = 44.73 Sx = 14.78 I x = 73.89.250 4x3 4x4 6x4 8x4 6x6 6x8 5x9 6x10 B U BENT L BENT TT BENT A B DECK WIDTH 6 8 10 12 14 16 18 20 22 24 Model BM./COL. 1 4x3/4x3 5,134 3,565 2,680 2,110 2 6x4/4x4 10,338 7,384 5,680 4,544 3,725 3,104 2,587 2,192 3 6x4/6x4 12,950 9,250 7,115 5,692 4,666 3,888 3,240 2,746 2,367 4 8x4/4x4 14,589 10,727 8,513 6,978 5,815 4,928 4,248 3,694 3,212 2,818 5 8x4/6x4 17,506 12,872 10,135 8,108 6,922 5,867 5,058 4,323 3,726 3,240 6 8x4/8x4 20,657 15,189 11,960 9,724 8,103 6,867 5,920 5,148 4,477 3,927 7 6x6/6x6 16,330 13,090 11,050 9,640 8,590 7,760 7,100 6,560 8 8x6/6x6 21,616 16,830 13,991 11,976 10,565 9,503 8,653 7,939 7,386 6,927 9 8x6/8x6 28,492 22,950 19,405 16,915 15,070 13,600 12,461 11,424 10,591 9,885 10 5x9/9x5 23,518 19,100 14,080 11,500 9,000 7,300 6,100 5,977 1110x6/10x633,520 27,000 22,830 19,900 17,730 16,000 14,660 13,440 12,460 11,630 1 4x3/4x3 3,899 2,954 2,308 2 6x4/4x4 8,340 6,318 4,936 3,785 3,004 2,612 2,375 2,262 3 6x4/6x4 9,258 7,014 5,480 4,246 3,397 2,954 2,685 2,558 2,436 4 8x4/4x4 12,855 9,739 7,609 6,136 4,989 4,123 3,465 2,962 2,533 2,220 5 8x4/6x4 14,194 10,753 8,401 6,830 5,553 4,589 3,856 3,296 2,841 2,470 6 8x4/8x4 16,749 12,689 9,913 8,059 6,553 5,415 4,550 3,889 3,352 2,915 7 6x6/6x6 15,730 11,780 9,440 7,900 6,800 5,970 5,330 4,820 8 8x6/6x6 21,734 16,949 14,050 12,104 10,693 9,503 8,432 7,573 9 8x6/8x6 25,236 19,005 15,291 12,825 11,050 9,732 8,695 7,862 10 5x9/9x5 24,235 15,800 10,940 8,700 7,000 6,000 4,900 4,350 1110x6/10x629,690 22,360 17,990 15,090 13,000 11,450 10,230 9,250 DIM.A 4 6 7 8 10 11 12 14 15 16 DIM.B 1 1 1.5 2 2 2.5 3 3 3.5 4 1 4x3/4x3 11,918 8,277 6,323 4,800 3,952 3,239 2,699 2 6x4/4x4 25,581 18,272 14,055 11,244 9,216 7,680 6,508 5,610 4,921 4,394 3 6x4/6x4 26,456 18,897 14,536 11,629 9,532 7,943 6,731 5,803 5,089 4,544 4 8x4/4x4 33,443 25,591 19,363 16,002 13,795 12,317 11,300 10,561 9,963 9,489 5 8x4/6x4 37,059 27,249 21,456 17,732 15,286 13,649 12,522 11,703 11,040 10,514 6 8x4/8x4 43,729 32,154 23,318 20,924 18,038 16,105 14,776 13,809 13,027 12,407 7 6x6/6x6 24,500 24,530 20,520 17,790 17,710 15,695 14,150 14,050 8 8x6/6x6 32,606 32,801 26,940 23,094 23,018 20,255 18,139 18,105 9 8x6/8x6 42,432 42,262 35,470 30,804 30,498 27,058 24,403 24,114 10 5x9/9x5 35,300 25,800 20,810 16,235 13,050 11 10x6/10x6 49,920 49,720 41,730 36,240 35,880 31,835 28,710 28,370 T BENT A B DIM.A 5 6 9 10 12 13 15 16 18 20 DIM.B 1 2 1 2 2 3 3 4 4 4 1 4x3/4x3 5,979 4,983 3,691 2,977 2,481 2,130 2 6x4/4x4 12,403 10,336 7,656 6,174 5,145 4,039 3,606 3,339 3,092 2,863 3 6x4/6x4 14,031 11,692 8,661 6,985 5,821 4,660 4,161 3,853 3,567 3,303 4 8x4/4x4 21,031 17,518 12,976 10,465 8,720 7,638 6,820 6,046 5,598 5,183 5 8x4/6x4 22,855 19,046 14,108 11,377 9,481 7,986 7,130 6,612 6,122 5,669 6 8x4/8x4 26,968 22,473 16,647 13,425 11,188 9,423 8,413 7,802 7,224 6,689 7 6x6/6x6 17,140 14,380 12,040 10,110 8,920 8,170 7,520 6,860 6,300 8 8x6/6x6 25,738 21,564 17,935 15,028 13,209 12,155 11,211 10,196 9,350 9 8x6/8x6 28,241 23,655 19,826 16,630 14,671 13,434 12,342 11,254 10,336 10 5x9/9x5 23,600 15,700 13,500 10,560 7,700 7,550 6,355 5,472 11 10x6/10x6 33,225 27,830 23,325 19,565 17,260 15,805 14,520 13,240 12,160 * Load values are for general quidelines only. 1006 Shepard Road, Winter Springs, FL 32708 407.699.1755 FAX: 407.695.4430 800.822.1755 7
08 63 00/DIT Buyline 1903 2006 acrylic 10 73 00/Dit for EXTRUDED ALUMINUM WALKWAY COVERS Photography 10 71 13/Dit for EXTRUDED ALUMINUM SUNSHADES by dana 1 10 71 13/DIT Buyline 1937 2006 extruded 08 63 00/Dit for Acrylic Walkway Covers sunshades 10 71 13/Dit for Exruded Sunshades 08 63 00/DIT for Acrylic Walkway Covers for Extruded Walkway Covers 1 Photography by dana Photography by dana 1 08625/Dit for Acrylic Walkway Covers 10705/Dit for Exruded SUnshades 10530/DIT Photography by dana 1 Heart of Florida Davenport Florida Helman Hurley Chartvat Peacock Architect Refer to 08625/Dit for ACRYLIC WALKWAY COVERS 10530/Dit Scott Kimbrell Orlando Regional Medical Center Rogers, Lovelock & Fritz Architects Refer to 07820/Dit for ACRYLIC WALKWAY COVERS And Representative List 10530/Dit Scott Kimbrell 2007 Welded Extruded Walkway Covers 2006 2005 extruded extruded 06 05 04 03 02 01 extruded aluminum ditt-deck extruded aluminum DITTMER SPECIALTIES 10 aluminum DITTMER SPECIALTIES 10 aluminum 00 99 98 1998 Photography By 97 1997 Photography By 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 01 Call for our nearest representative 800.822.1755 or Sweet s Buyline 800.633.1180 ARCHITECTURAL ALUMINUM Owned and operated by Walt Dittmer, Jr., since incorporating in 1963. 1006 Shepard Road, Winter Springs, FL 32708 407.699.1755 FAX: 407.695.4430 800.822.1755